This question was closed without grading. Reason: Answer found elsewhere
Jan 17 18:08
3 mos ago
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English term

injection shields

Non-PRO English to Persian (Farsi) Tech/Engineering Mechanics / Mech Engineering Tunneling
After the Marty geologists evaluated the drill cores of the exploratory bore and of five unsuccessfully drilled drainage boreholes, it became clear. Contrary to the original forecast, some of the rock they were dealing with was highly fragmented, as well as quite a quiferous in part. This jeopardized the continuation of construction, as well as the entire project.
It was clear to Marty that to continue construction, it would be necessary to use injection shields to seal the area.
Votes to reclassify question as PRO/non-PRO:

PRO (1): Mohsen Askary

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Proposed translations

3 days 5 hrs

پرده گروت

گروت های تزریق پرده آب بند https://armanin.ir/fa/statistics/isic-code/product/9137.html

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Note added at 3 days 5 hrs (2024-01-21 00:05:25 GMT)
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page 6 مطالعات و تحقیقات کافی و عدم به کارگیري روشهاي مناسب طراحی، بسیاري از سدهاي ساخته
شده با مشکل تراوش غیر پیشبینی شده مواجه میشوند. در اینگونه موارد فرایند اصلاح و ترمیم
جهت معضل تراوش بهکار گرفته میشود. اجراي پرده آببند تزریقی، احداث پوشش نفوذناپذیر
بالادست، اضافه نمودن زهکش و... از جمله موارد ممکن در کاهش تراوش به شمار میروند.



https://shahroodut.ac.ir/fa/thesis/files/somefiles/sf_TA360....
ار
GeoStudio میباشد و براي محاسبه مقادیر نشت به کار میرود، استفاده میشود. با توجه به میزان
آورد رسوب، پخش آن، آورد رودخانه و برنامهریزي منابع آب در هر سال و بلکه در هر نیمسال، ارتفاع
آب و ارتفاع رسوبات در هر نیمسال از چند سال اولیه محاسبه شده و مقدار نشت آب از پی در حالت
هاي وجود رسوبات با دیوار آببند و بدون دیوار آببند محاسبه میگردد. از آنجا که این محاسبات در
فضاي دو بعدي صورت میپذیرد، با توجه به مقطع عرضی دره، تعدادي مقطع براي سد خاکی در نظر
گرفته شده و براي هر فاصله اي از عرض دره، یک مقطع به عنوان مقطع موثر انتخاب میشود، لذا
مقدار نشت آب براي کل سد به دست میآید. از مقایسه میزان نشت آب از پی براي حالتهاي
مختلف، بررسی اقتصادي هزینههاي احداث پرده آببند و هزینههاي هدررفت آب در حالت بدون
دیوار آببند، معین میگردد که کدامیک ارزش اقتصادي بیشتري نسبت به دیگري دارد

GeoStudio is and
taken and for each distance of the width of the valley, one section is selected as the effective section, therefore
The amount of water leakage is obtained for the whole dam. From the comparison of the amount of water leakage from the foundation for the states
Various, economic analysis of the costs of building a **watertight curtain*** and the costs of water wastage in the absence of it
The ***sealing wall*** is determined which one has more economic value than the other
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5 days

گروت های تزریق پرده آب بند

گروت های تزریق پرده آب بند https://armanin.ir/fa/statistics/isic-code/product/9137.html

https://link.springer.com/article/10.1007/s10706-021-02019-z Abstract
Grout curtains are commonly constructed under dams to reduce the seepage through the rock foundation. In the design of grout curtains, empirical methods have mainly been used since the introduction of dam foundation grouting. Although empirical methods have been used with success in several projects, they have their limitations, such as poor control of the grout spread, only an indirect consideration of the threat of internal erosion of fracture infillings in the grouted zones, and the risk of hydraulic jacking
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